morrell lane wilmington lane
Post on 06-Dec-2021
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Underground Cable TV
Underground Fiber Optic
Sanitary Sewer
Storm Sewer
Water Main
Fence - Steel
Overhead Electric Lines
Underground Electric
Underground Gas Line
Underground Telephone
Fence - Wood
Fence - Barbed Wire
E
E
A
T
T
W
Sanitary MH / Tank / Base
Clean Out / Curb Stop / Pull Box
Storm Manhole
Hydrant
Catch Basin / Yard Drain
Inlet
Utility Pole
Light Pole / Signal
Guy Wire
Utility Meter
Utility Valve
Telephone Pedestal
Telephone Manhole
Air Conditioner
Electric Transformer
Electric Pedestal
Sign
Tower / Silo
Satellite Dish
Post / Guard Post
Flag Pole
Marsh
Soil Boring
Water MH / Well
Deciduous Tree
Bush / Hedge
Coniferous Tree
Large Rock
Stump
Wetlands
LEGEND
Topographic Survey
Treeline
Railroad Tracks
Index Contour
Ex Spot Elevation
Railroad Signal
Culvert
Intermediate Contour
Utility Guy Wire
G
C
Gas Regulator
CATV Pedestal
Benchmark
Asphalt Pavement
Concrete Pavement
Gravel
Underground Cable TV
Underground Fiber Optic
Sanitary Sewer
Storm Sewer
Water Main
Fence - Steel
Overhead Electric Lines
Underground Electric
Underground Gas Line
Underground Telephone
Fence - Wood
Fence - Barbed Wire
E
E
A
T
T
W
Sanitary MH / Tank / Base
Clean Out / Curb Stop / Pull Box
Storm Manhole
Hydrant
Catch Basin / Yard Drain
Inlet
Utility Pole
Light Pole / Signal
Guy Wire
Utility Meter
Utility Valve
Telephone Pedestal
Telephone Manhole
Air Conditioner
Electric Transformer
Electric Pedestal
Sign
Tower / Silo
Satellite Dish
Post / Guard Post
Flag Pole
Marsh
Soil Boring
Water MH / Well
Deciduous Tree
Bush / Hedge
Coniferous Tree
Large Rock
Stump
Wetlands
LEGEND
Topographic Survey
Treeline
Railroad Tracks
Index Contour
Ex Spot Elevation
Railroad Signal
Culvert
Intermediate Contour
Utility Guy Wire
G
C
Gas Regulator
CATV Pedestal
Benchmark
Asphalt Pavement
Concrete Pavement
Gravel
Proposed Storm Sewer
Proposed Contour
Proposed Swale
Proposed Storm Manhole
Proposed Curb Inlet
Prop. Catch Basin / Yard Drain
Proposed Endwall
608.73
Adjacent Plat Grade
[607.86]Proposed Rip Rap
Prop. Elevation at Foundation
Prop. Drainage Direction
Proposed Spot Elevation
Prop. Lot Corner Elevation
608.73
+
Existing Grade
Proposed Culvert
608
000.0
DW
Approximate Driveway Location
50'
50
'
Typical No access
detail
92
18,359 SF
86
18,959 SF
0.4352 ac
80
18,307 SF
0.4203 ac
105
14,099 SF
0.3237 ac
79
23,706 SF
0.5442 ac
107
19,064 SF
0.4376 ac110
14,796 SF
0.3397 ac
62
17,653 SF
0.4053 ac
81
20,126 SF
0.4620 ac
82
16,289 SF
0.3739 ac
83
16,289 SF
0.3739 ac
84
16,289 SF
0.3739 ac
85
16,445 SF
0.3775 ac
87
14,095 SF
0.3236 ac
88
14,095 SF
0.3236 ac
89
14,096 SF
0.3236 ac
90
14,097 SF
0.3236 ac
91
14,097 SF
0.3236 ac
103
14,098 SF
0.3236 ac
104
14,098 SF
0.3237 ac
106
14,109 SF
0.3239 ac
111
14,582 SF
109
17,000 SF
0.3903 ac
108
17,000 SF
0.3903 ac
102
18,216 SF
0.4182 ac
97
25,829 SF
0.5930 ac
96
15,964 SF
0.3665 ac
98
19,182 SF
0.4404 ac
95
15,964 SF
0.3665 ac
99
13,946 SF
0.3202 ac
94
15,964 SF
0.3665 ac
100
15,392 SF
0.3534 ac
93
15,964 SF
0.3665 ac
101
15,608 SF
0.3583 ac
118
17,700 SF
0.4063 ac
76
21,033 SF
0.4828 ac
73
15,950 SF
0.3662 ac
72
13,775 SF
0.3162 ac
117
13,775 SF
0.3162 ac
77
15,747 SF
0.3615 ac
78
15,517 SF
0.3562 ac
75
20,049 SF
0.4603 ac
74
16,944 SF
0.3890 ac
66
34,149 SF
0.7839 ac
60
15,655 SF
0.3594 ac
61
15,364 SF
0.3527 ac
63
17,668 SF
0.4056 ac
64
26,783 SF
0.6149 ac
65
27,085 SF
0.6218 ac
113
19,723 SF
0.4528 ac
67
17,151 SF
0.3937 ac
68
13,800 SF
0.3168 ac
70
13,800 SF
0.3168 ac
71
13,800 SF
0.3168 ac
116
13,800 SF
0.3168 ac
115
13,931 SF
0.3198 ac
112
14,470 SF
114
17,753 SF
0.4075 ac
69
13,800 SF
0.3168 ac
N 89°24'35" E 850.54'
L
6
L7
N 89°24'35" E
145.00'
S
7
2
°
1
3
'0
7
"
E 6
9
.5
4
'
N 89°24'35" E
145.82'
L8
N 88°55'48" E
66.03'
N 89°24'35" E 313.98'
S 89°26'06" E
150.00'
S 00°39'00" W
846.17'
L1
S 89°21'14" E 638.97'
L
2
S
7
4
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5
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1
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N 00°31'34" E
300.55'
150'
94'
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146'
70'
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19' 64'
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166
'
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30'
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S 89°21'13" E 215.94'
10'
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Drainage Easement
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20'
D
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Storm Sewer & Drainage Easement
20'
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Dra
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Drainage Easement
Easement
20
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Storm Sewer & Drainage Easement
Storm Sewer & Drainage Easement
Sto
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S
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ase
me
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Storm Sewer &
1
1
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Storm Sewer
Sto
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S
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R
6
0
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12' Utility Easement
12' Utility Easement
12' Utility Easement
12' Utility Easement
12' Utility Easement
12' Utility Easement
12
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me
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Easement
Storm Sewer
Wetland Protective Area
Wetland Protective Area
30
'
Ph
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1
Ph
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2
Phase 3
Phase 3
Phase 2
Phase 2
Phase 3
Phase 2
Ph
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3
Ph
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3
Ph
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Ph
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Shaylee Trail
Morrell Lane
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Forsyth P
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Wilmington Lane
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891.00
+
891.50
+
891.50
+
891.00
+
890.20
+
891.00
+
888.00
+
8
9
0
.7
6
8
9
1
.2
6
+
DW
DW
DW
DW
892.5
892.4
8
9
0
.
8
0
895.32
893.73
8
9
1
.
2
3
8
9
1
.
2
3
890.90
+
889.90
+
890.90
R-54.2
R-54.3
R-74.2
R-71.4
R-54.1
R-74.1
R-73.1
R-73.3
R-73.2
R-72.1
R-27.4
R-65.1
R-63.4
R-63.2
R-64.1
R-52.2
R-52.3
R-63.1
R-71.2
R-62.3
R-52.1
R-62.2
R-71.3
R-71.1
R-62.1
R-29.4
R-29.5
R-51.1
R-70.1
R-50.3
R-50.2
R-27.2
R-29.2
R-50.1
R-25.6
R-27.1
R-26.1
R-70.2
R-70.3
R-27.9
R-28.2
R-28.1
R-29.1
R-28.5
R-27.3
R-25.7
R-25.8
R-63.3
R-61.1
R-60.2
R-60.3
R-28.3
R-60.1
R-28.4
R-62.4
R-63.5
R-62.5
R-54.4
R-54.5
R-52.4
R-29.9
R-29.3
R-55.3
R-55.2
DW
Page
Author:
Date:
1.2
TNW
Last Saved by:
jennifer
Filename:
4541engr Phase 3 Plan Production.dwg
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04/15/2020
HOUSE ELEVATIONS:
The house elevations shall be set to provide positive drainage away
from the building in all directions as shown in the above details.
House elevations and driveway locations may need to vary
depending on size, location, and architecture of the home. Changes
to the grading plan or house elevations can be allowed only if an
individual lot grading plan is prepared by a professional engineer.
NOTES:
1. Existing utilities shown are indicated in accordance with available records and field
measurements. The contractor shall be responsible for obtaining exact locations &
elevations of all utilities, including sewer and water from the owners of the respective
utilities. All utility owners shall be notified by the contractor 72 hours prior to
excavation. Contact Digger's Hotline (1-800-242-8511) for exact utility locations.
2. The Contractor shall verify all staking and field layout against the plan and field
conditions prior to constructing the work and immediately notify the Engineer of any
discrepancies.
3. The contractor shall minimize the area disturbed by construction as the project is
constructed. Disturbed areas shall be seeded as soon as final grade is established.
Contractor shall replace topsoil and then seed, fertilize and mulch all lawn areas
within 1 week of topsoil placement.
4. All sediment and erosion control devices and methods shall be in accordance with
the Wisconsin DNR Technical Standards.
5. Closed depression emergency overland flow path elevation 890.2 at Alexandra Way
station 15+00. Lowest structure opening elevation shall be 2' above emergency
overland flow path (elevation 892.2).
6. All drainage ways shall be graded to within 4" of final grade during construction of
the Subdivision.
80 0 80 160 240
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